HomeMy WebLinkAbout1390-L DEVELOPER/OWNER
HOMESTEAD DEVELOPMENT CO.
355 NORTH SHERIDAN , SUITE 117
LAN S- E ARC. III I E TURAL P NS D CAP C- LA
CORONA, CA. 91720
(714) 279-1060
LEMOKAVENUE
(TPACT BOUNDRY TO MGHLAND AVENUE)
TRACT 13890
LANDSCAPE MDISTRICT NO- 1
VICINITY MAP GENERAL NOTES SHEET INDEX
L-1 TITLE SHEET
L—Z IRRIGATION PLAN
L-3 IRRIGATION' PLAN
L-4 IRRIGATION PLAN
L-5 PLANTING PLAN
WILW9 ^yleNtle L--6 PLANTING PLAN
L-7 PLANTING PLAN
WL-8 IRRIGATION DETAILS
Z :7GHAfi=E ( 1. An Enerosinhment Permit shag be obtained from the CityEngfneef prior to commencing any work.
Q ��� L-9 PLANTING DETAILS
2. M work shag be performed according to cuffem City standards and the Standard Spee ttcatbns for Public Works Construction. L-10 SPECIFICATIONS
3. At the Cor ion of rough grad", an agronomic soils report shall be furnishd to the City Inspector and all such recommendations L-11 SPECIFICATIONS
7 k%.011111from such a report shall superce+de softs amendment recommendations shown on the plans.
w 51TE
4. Upon oomplevilion of installation. a maintenance period of one hundred and eighfy'180) days is required prior to final acceptance of the
= work by the City. Maintenance shall include mowing, weeding. Irrigailon, pruning, raising tree root balls which settle below grade,
HI6gHt.ANP /wENUE ferWrkV and alpnfying such sprays as are necessary for proper care and upkeep. Maintenance also Incudes all repairs, reple�ement.
ciw,ing and souvting necRs+rary to keep the irrigntlon system In good working order with proper coverage. c[ttencemnt date for
0 �ntuenance—st>� shall hm appfayed In wrltlna ttx the Cltx Inapr-ctRL MwOnarnceperiod sl�beadequaietovertypis�nt
VICINITY MAP ,{. c 1�r'srK arid esrabl,:iWierlt-
N.T.ixN S. Orsi oontr -- char shat► be pro~ for each controller. Coraotter chart shall be the maximum size the controller door will allow i
and shah show the area oorered by Me automatic controller. The chart is to be a reduced drawing of the actual as-bultt system.
Howee*w. in Ow event the oontrofer sele_lence is not legible when the drawing is reduced. It shag be enlarged to a size that wia be
rowlpNe whern reduced. The chart sf'►aTtl be a biw*ltne print and a different color shall be used to show the area of coverage of each
suit=ors. When completed and alptroved by the Pubilc Works Inspector. the chart shall be hermetically sealed between two pieces of
plattk. emit piece being a minimum of 20 mils. thick. The chart shalt be mounted using Velcro or approved equal NPe of tape. These
charts must be oorrgn-ted and in place prior to Anal acceptance of work by the City.
6. r wide x r deep concreltl mo"Mpe shall be provided be on all shrvdgroundoover areas and turf areas. Mowstrips shalt also be _
benerth metal f and where C maintained areas are
prawk�d erne:�rq City ad(acent to prrvatety malntnined areas.
7. Sk*wvw teyourt is touter ortty. Approval of the final sidewel k layout shah be rr xle M theReid and adjusted as necessary to meet
MAINTENANCE RESPONSIBILITY MAP A.+e � as app's by the Public Works Inspector and Project Planner armor to final construction.
CONSULTANTS
e. App&-,-*"on of arty chemicals shaft be by State licensed personnel. 43
sKa�
�9 9. Any trees within five (s) feet of wafts, wafts, curbs or other potenttatty root-damaged hardscape shalt be ir►stotted with rootcontroi I '
( tz barriers. Prior to backfltiing tree(s) planting, contractor shall have the City inspect root banter Installation. i N5 FOR CIVIL ENGINEERING REFER TO PLANS PREPARE
u
LEMON AVENUE � � to. Hio trees shall be planted within three (3) feet of cures. Rp� Ude ANOREASEN ENGINEERING CO. -
I Z-, I Cjp► hlteCt 580 NORTH PARK AVENUE
i 11. All trees we lo be located: ten feet from any street khi, power pole, or reir0oreed concrete box: five feet from arW drive ' ` 'p,NT e p,r� POMQNA CA. 91768
1 sI 15 apprvaeM, fire hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from arty Pv caP C (714) 623-1595
2 r so zr. water meter or sewer line. 'atlas \� S�6
d., a
3 49 12 Gra dtnp Stan dwds for Citymalr►t neo areas shag be: I fo°thot�`a9
s\\8 ��
+ • SideavtrHk arax:rnarrn 8.3X I $A�' Ga\s{ %
46 31 •M&Y-11M trttl slopes on t wf areas 5:1 i 9�P\a�da5'c,55
5 •Ma)dmum slopes in ground cover between the sidevedk and the curb 4:1 F 1,s•9
47', — 0 Marmum slopes in ground cever areas behind the sidevalk 3:1
e'r
4633 2q \ Maximum grade crossing Community Equestrian Trad 2-4 �
e 4�4 D 27
9 LANDSCAPE QUANTITIES `
10 4 --- i Gv��!Quo
O2 37 -� 25 CITY STAT TREE i
I I /� 41 35 24
12 - - 83 - 15 GAL. LIQUIDAMBAR S_ 'BURGUNDY • 30' O.C. V
•
40 39 23 TR.EEii C� !
NAK06L LA VKIVE:
36 - 15 GAL. BRACHYCHITON POPULNEUS ! 20' O.C. x �' DESCRIPTION OF REVISION DATE CITY
14 i(e n l8 i9 20 I w POP rrOvEO
zI 22 9 - 15 GAL. PINUS CANARIENSIS 0 20' O.C. ...
=11 VINES ; CITY OF RANCHO CUCAII�ONGA
78 - 5 GAL. CAMPSIS RADICANS 0 15' D.C. Z TRACT 1350
SHRUBS ... ...
146 - 5 GAL. AGAPANTHUS 'QUEEN ANNE' 0 2-1/2' O.C. J > LEK-40N AVENUE
440 - 5 GAL. XYLOSMA C. 'COMPACTA' 0 5' D.C. . TITLE SHEET
364 - 5 GAL. VIBURNUM T. 'SPRING BOUQUET' • 5' O.C.
341 - 5 GAL. RAPHIOLEPIS I. 'CLARA* • 3' O.C.
Ott
GROUND COVERS APPROVED BY _ DATE
HIGHLAND AVENUE " CITY ENGINEER RCE. ►N100 �" 97
_ _13
18,276 S.F. 6AIANIA 'WHITE' PLANTED FROM FLATS 0 12'O.C.
33,787 S.F. TRACHELOSPERMUM JASMINOIDES PLANTED ARB AVANT GARDEN$
FROM FLATS p 12' O.C. .: _ -- _
G l (Y MA I IJTAI N E DISTR IL"r IJ --- Landscape Architecture -
NT� 6,390 S.F. TURF TALL FESCUE -"55ti Tir04KA PLANTED PLANTED FROM SOD
a 964 W loWhrrl 11". Ste C NEE T
OwrJeR rtAINYAINEP
/Q. �LP _ Upland.California 917116
q. �.-....� :� 7,4.965.555,
TOTAL NUMBER OF ACRES IN R.Q.W. : 3.55 AC. �E .E�
---- - -- - SCE N^ -
TOTAL SQUARE FEET IN CITY MAINTAINED AREAS 57,502 S.F. !►R8 ^TE LE
J
PROJECT SHEET NO. /V OF �O
------------
CLOCK A CLOCK C I RR I CATION L.F G F Mm
Igr*x_"m_ �A_TE) 5('fiEDVLEa •. Wt E U.LKW-SAT. ! PM TO S MIR (i D Y S Of t i"I I K_ WW-SAT_ !PW TO S PA4 Y 1 !��"T 1L��,►dE>I�A+C i`VR
b TORG XP3ob-5 R01Z�t; za-05/4 5 *AFC 3 5 28 4•o4 'r•
Y�XK Il�E-Q� AFF ALT ME QN /IiE Off L
~7
yy ><. y ♦y.
� /100-^6r_ 55 16 z.oz q �' 2 L♦NE
Ai 9:81PM ' 9:22PM C 1 l:WPM 9:23P11 /40'ARC 35 2-6 1.01 CI
A2 9:23PM 9:45Pm C2 9:24 PM 9:43PM GOMG. BLOCKWALL
A3 9:46PM 18:8tPM C3 9:44 Pm 18:17PM /t t5•ARG 35 z 8 r,z4 °) �
A4 18:9SPW 19-31P11 C4 19:1111"M 18:51Pf/
AS 18:32P11 11:3fPY CS 18:5?Pt/ 11:14 PM DIV 1812- PR5 _-,N112 T sHrtu6 HEAD 30 I z REFER TO ARCH. DRAWINGS
o.87 $ - w �
�t`S ti
AS 11:37PW 11:59PM Ci it:1SPM 11:34PM 12 f 3D Iz z.�o 8
Al 12:1#-AM 12:22AM C7 11:35PU L 1:S7PM -0- It H 30 I z 1.30 0
Ci I1:S8PM 12:28A1tt 6- 14 OL 30 12. 0,65 8 d
T:
co 12:21AM 12:32AM \
C18 12:48AH 12:52,W • 10F-LA 30 10 1.57 $ F.? y \��� 152.02 TG 149,73 T �'
CLOCK B C11 1:8f-AM 1:1!A1/ .r
NATL 3C1t F C 12 1:2hAM 1:39AM 10 WL^ 30 10 0.79 S �C y. '� , �rt A I
(i DRYS PEPI 1 " [K.YON-SAT. !Ml TO S AM)
C13 1:39 2:81AY IOQ'LA 3D I D D•3q 8 / 'I'R ; I 17 t y
� 15GJf 30 4X30 1.Z I _ 8 � �OF WALL ti
Az � 1
/ 11y "7
YALE I 41�i I�1tE QEE �:f 15 F"-f 30 4X 15 O.t-I 8 6'x6' CONC. MOW STRIP �" 2.I I�
CLOCK D p 8N-F�1' 3D 10 0.79 g ��- (LIM K O1' CONST ,� y, �z y
Bi 1:181"'1! l:22Pi1 - r
62 9:23PU 9:45PM WATT SC"EDVLE F z
93 "IPM 19:11perw i DAY S P E M�'E E K_ MON-SAT. ! PY TO S AM) _ 84-FLT 30 1 O O 8 '� .0 y, I 14
M 11:15PM ii:27PMOld COUpIEA >,3 OIAC @ i 50 1,r- o.L. '7
RS 18.21Pv 11:4EP11 VALVE TWEQN FNIF o ,
6i mwoTcotesryALyE f 5 y Y" 133
_
67 11:99PU 11:21rom D1 9:9tpm 9:22PU m BACM0 PPr'yENTER FEBCO BnY-BV R.P. ' I ~ ,' Ir �J
6i 11:29PLI 11:51PM D2 l:23f'N 9:45PY zy, Ip
6! 11:S2PM 12:14Ail D3 9:4fPN 18:1VPM' WILKIKS PP.EW-SSIIIECAI.ATOR T SMSERIES " . Y '
D4 18:119pu 18:31PN INST AS PER b4►..M.,IFACTUREA SPECFICAT'lOt1; bo --
•i1 12:1SA� 1:21.�r1 � _.--- - �!- .,�- I►�DI(,ATcS Sf,QUf,I•I!� ' y,
DS 18:32Plat 11:9SP111 b4 CONC. BLOCK WALL
511 1:21AY 2:02AM M WATER METL @1F pEYEI,Or�S .Z'►� .2- " '/ # - REFER TO ARCM_ DRAWINGS
612 1:41! 2:12/eY Di l l:1f►Ptit 11:3lF'Y � "� " / S E RYr'IC� U 1 _.•, I F•�DIC�TE-s C�.P.i'1, �� i W 111GS
613 2:13AW 2:ZSAAl�I D7 11:40PU 12:12AM U �� CALSENSf' 0-ITOM•_T1C COKTP -CALSENSS 2 -16 Ir•1 IrIDICATE�S- SI?.� - 1 1,, (' 7 a
614 2:28 2:4l.�*!1 Di 12-13/�R! 12:25At iIAEYEI MFUG-i-M-285
D15 2:4.9An 3' I IAM D! 12:26AM 12:4LAY C D �t'a'URE J� 10
011 12.4,AA# 1:11AY m N'Sr- ►T-113 GATE VALVE U4 Sim
h�0-f&: �H�p U<,E OF Gt,o�GK 5 D11 1:1?./WI 1:31AY .. ��__11� �N!�'`Gi-1.4� l yza �St1A1-LE,P�-Gt�°`SS 315 �Of� �Z" Pr EFS
6HAL - f5G "J L45'r�p D 12 1:31A111 1:41A11+1 Lf1R(,1 5, {
----- l�lTLR.� SC1140 P�'C SIZES�OTEO 5 �wti° j ,
I Pa THS FIF/t,p PF.R t.11'Y 1� +`,�;� / 156.3T�.I
APPROVAL . CAA SEISE tWV S UOISTURE SENSORS ,y, \ / 150 DW
(PER WG-S, RECOIL ENpATI0I1S1 - M 1r 1• I PER + s-rA, �� ,� ,'/, V /
EM Of WALL
SUPPLEMENTAL IRRI�-�I LE.y� D- AA►1Nl�ASTER AUTOf�!�dTIC PIG TALI MODEL 24 P�C ;% ,;' •
�-zr coNC. �P ., •
SYM6oL F.4uIPnLNt/MANuFP.c�tu p,E.� P51 RAD E1P f✓I DETAI� 1 r IAOW STFIIP
o I 81R,d 18c� PR.S sAN1 �N- FL.T LAwN HEAD 30 10 0•�� q e DATA INDUSTRIAL 2200 FLOW SENSOR i%2� 10 �,'% -� ��
TWP PARD IW(- PRS eloVl 56Z-il_f LA1,40 HCAP 30 10 0.39 9 H HN(PILA yEK1Eh 102 1�" P'I"f it YAL-YE 10 60x6' CONC. MOW STRiP ��- (L1rIlT of GDNst)
PVC Sr✓N�Ut.ri�E 40 sLUYIH - z-rimE LIrE SIZE (�1MIT OF CoMSt)
--- , (tYP,)
FOR IRRIGATION DETAILS REFER TO SHEET L-8 OF 11 �► ,
FOR SPECIFICATIONS REFER TO SHEET L-10 & L-11 OF 11, ,�
FOR 6I,l:EVI06, DE'>'AILS REFER to DETi°4L (o, SHmT L-8 OF II >,� � � � >ti r � . � •j ' �' s�'`'°ss`,
r
%%
w
� ` �•' � � I" 7 / ��I4 � i`XC CONC.mmSTF6P L-4
30 �j(% 00,
(LIMIT OF WHS-0 i LIEMON AIV15N; UE
6'x6' CONC. HOW STRIP- •' - - - - - - -- - - - - -- - --
(L 1 NI I f OF CON 5f) ` CONC. BLOCK WAt L ,►� ~ Ve
B�OFwAIL ;� , t - REFER TO ARCH_ DRAMA 1 ` ,� ' i yti '
t til LOMAT I ON MAP
Vol '51.1 END OF WAL
rxr CONC.Blow STRIP �,
Z.-I s 'fy ►; + 'M,C1 WMK OF (ONS1.)
I
'f'` 'r"
". Vx6' CONC. MOW STRIP,
CONC BLOCK WAILL
1 / , I/z 4s DESCRIPTION MOCiEI PCS-02 PCS-030 KS-040 PCS-060 PCS- `
RE R TO ARCH_ DRAWINGS Z 3 z /
p�
' l`' y1 • k �y 2�L f �8 /Z 79 / �1� DNC. BLOCK WAIL GPM 0.2 0.3 0.4 0.6 0.9 Os:7 PCS-12S PCS-i- ;
Vat � COLOR Srovn S11v•r Oran • S 75
Vol, REFER TO ARCH_ DRAWINGS 4 S1uR WAIt• Gr•t1► Y•ltov
�
31� 3ty ��� S/4�,1 't �q k y1 �� FLAT SPRAY SF-FLT - - 6' Sup. 2' Sup 3' S•
141. 52 i� 4 rti YSN-FLT - 3'0600) 4'-6' 7' •S' S _
S �4y
ST-FLT 3' �' s'
r I L l 151, M O I 8 , I s Y. _ i _ -
k , >A• ' y ti 80-FLT -s' S'-s•
x •S' _ - -
�
7�4 I M 6'
♦S'
s y 1 7 ,; 1 _ .. . .� � b stK•130 c�1H��1,t
_ ti si y _ _ ter- t E, t• " ��1�`� i yL FOR ASSISTANCE wiT'N CALSEI SPRAY lso 1oN-u - - s• 7' .lo•
• 1':� 1 �1�7 �1 . LOW ANGLE- IOF-LA - 1'
Sue 3' 4' S' .10'
CONTRACTOR SHALL TRAJECTORY IOT-LA 3 so 70 •10
- 14 � �� "� .w CONTACTPRODUCTSCALS��E it 4�� '
1�1R 100-1A S S •10
'/y 3 ` 1``'1' - -
/y � t , ME1IE-K I I f 1i4 510. ANGLE IZi _
,
w 1' Sub. 2' Su0 6 7
;,1�, P 0 G,• 1+ ,,r • POTABLE WATER 'SPRAY 300 12TQ - - _ _ .
W C \5 DID �,�1'� /. ,�' EM OF WALL TRAJECTORY 12TT - _ 48 `, / ; •12•
i z7,74 T•c•
N I/ I.. z� t1 i Ys s 12" _ S' S' 10' =12. •12
1 23 I' '� 6'x6' CONC. HOW STRIP • P.O.C. POINT OF COI RFCTiON 12T x� 10. •12'
0 4 � 1 EXACT LOCATION TO BE 20 3 4 #12'
~ VII iA 1 DETERVINFD IN THE FIELD WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER CDVERAG{, iS GESS THAN RADIUS
W X14 CrTY g At K_ p. 6'l(>I'CONC. h10W STRIP SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD MITA A RAIN BIRD '►CS9
' s/ '� lig (LIMIT OF CONS', PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART
P�13 �Iz I II
W I" 2b It2 1� '� 1 it �: 144 CONTRACTOR SHALL GUARANTEE A"[ fOR APPROPRIATE RADIUS.
100% HEAD TO HEAn COVERAGE
Uj
ST;A' r)r.51Git�
'
__ • k 1/ '► 1 _ 1' , — y � '• ` { i • E s ` 1 I�WV�KC/ f1��L(1 �� ('11W7��G `
- t/s • k —_ • . - GALCLII.ATIONS -SH��T L-3 `'Ir,Rn
' 3
r >.i V4 'w '� SIO aTr
y I s 1' B of wAll CONTRACTOR SHALL VERIFY STATIC
DESCRFMON OF REVISION VATIE xrCOrc>,rto
• s
_ T- ly 4 PRESSURE IN THE FIELD PRIOR TO
b'x6' COt11C. now STRIP • rt BEGIi NINGWOM = CITY OF RANCHO CUCA
MONGA
"acoNc.row STRIPPurr- r o` c orJr�t,�Tlor�''�I : 41
INSTALL BACKFLOW PREVENTION TRACT 135��
(L1"IT OF corr�TDEVICE AS PER C.C.w.D. STANDARDS.
GURO I ,
l LEMON AVENUE
H 0 Y WATER METER WiTH. Y SERVICE LINE I R RIGATI ON PLAN
Z,z r PRESSURE REGULATOR
1 lir BACKFLOW PREVENTER APf'P,OVED BY: DATE: w
J
1 11rDATA INDUSTRIAL
N FLOW SENSOR _ 22 9CITY E GIFTR R.C.E.NO,
7
H
0 1 112' HARDIE 102 MASTER VALVE
2t �..r•. CALSENSE 2000-16 AUTOMATIC CONTROLLERS DESI AVANT GARDENS RECQi "lEED
2g ® IN MYERS MEUG-I iM-Z&5 ENCLOSURE �OffE-t KMR landscape Architecture f J
DR111 . `04 w eeoehtM 111vA.Ste C E F 1
Upland. Calilumij 91706
S C.AL F,: 1'1=,2.01-011 KMR 714.9eS-1491 L-2 OF 11
Ctll~ f Eo RCE MO `, WAll ,
ARB DATE FILE-NO 390 L
PROJECT SHEET NO. flqf OF
PRE331,RF CALCULATIONS PRESSURE CALCULATIONS PRESSURE CALCUlAT1ON3 DESCRIPTIO, MODEL KS-02 KS-030 PCS-040 PCS-060 PCS-090 PCS-12S KS-175 PRESSURE CALCULATIONS
GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75
COLOR Bron" Silver Orange Ellik Whito arm Yellow
STATIC PRESSURE HIGH 169 LOW 125 STATIC PRESSURE HIGH 160 LOW 125 STATIC PRESSURE HIGH 1111 ' LOW 125 FLAT SPRAY IF-FLT - - 6' Sue. 2' Sue 3' s' ,�• STATIC PRESSURE HIGH 160 LOW 135
ELEVATION 151.23197.50 ELEVATION 150.23197.58 ELEVATION 159.23197.58 IN-FLT - V(1600) V-6' 7' ,0• _ _ ELEVATION 150.23197.58
SOURCE OF INFORMATION C.C.W.D.(JOHN1_ SOURCE OF INFORMATION_C.C.W.D. [JOHN_]- SOURCE OF INFORMATION C.C.W.D.(JOt" 87-FLT 3' AS. .B' . - _ SOURCE OF INFORMATION C.C.W.D.(JOHN_l_
PHONE NUMBER 987-2591 PHONE NUMBER 987-2591 PHONE NUMBER 987-2591 IIQ-FLT 6'-S 44-S. .B' - - _ _ PHONE NUMBER 987-2591
DATE INFORMATION OBTAINED $131189 DATE INFORMATION OBTAINED 8131189 DATE INFORMATION OBTAINED 8131189 LOM ANGLE IOF-LA - - 1' we 3' 4' S. 010' DATE INFORMATION OBTAINED 8131189
SPRAY 150 ION-LA - - S' 7' •10' -
WATER METERZ_ SIZE 2' WATER METER i SIZE 2' WATER METER 2 SIZE 2' TRAJECTORY 10T-LA 3' S' 7' •10• _ _ -
1OQ-u S' S. .t0' - WATER METER_ SIZE 2
ELEVATION 136.10 ELEVATION 136.00 ELEVATION 108.19 ELEVATION 108.19
SID. ANGLE 12F - - - 1' duo. 2' Sue 6' 7'
REMOTE CONTROL VALVE A3 SIZE 10- REMOTE CONTROL VALVE 02 SIZE i' REMOTE CONTROL VALVE C7 SIZE r SPRAY 300 12TQ - - - - - B' .12' REMOTE CONTROL VALVE Die SIZEI'
MAXNAN DEMAND 41 GPM MAXIMUM DEMAND 14 GPM MAXII UM DEMAND 59 GPM TRAJECTORY 12TT - - 0, ,, 6. 012 .12' MAXIMUM DEMAND 32 GPM
ELEVATION 141.52 ELEVATION 149.73 ELEVATION 108-43 ELEVATION 100.58
PRESSURE 0 R.C.Y. 105.13 PSI PRESSURE @ R_C.Y_ 96.36 PSI PRESSURE 0 R_C_Y. 97.49 PSI 120 3' 4' $' ,12, .12' _ - PRESSURE O R.C.Y. 108.1 PSI
SIZE ITEM SIZE IT P.S.I. LOSS WHEN RA61US of SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS Lf SS TINT, &III n SIZE ITEM P.S I. LOSS
SIZE ITEM P.S.I. LOSS P_S.1. LOSS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD MITII A• RAIN BIRO 'PCS" SI WATER METER 2.1
2' WATER METER 1.4 2' WATER METER 0 2' WATER METER 2.7 PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL, SELECT SCREEN OM CHART
2' PRESS_ REG. 4 2' PRESS_ REG_ 1.0 .2' ' PRESS.REG_ ! APOVE FOR APPROPRIATE RADIUS. 2' PRESS. REG. 5
1 112' R.P. BACKFLOWDEYICE 9 1 112' R.P. BACKFLOWDEYICE 10 1 112' R.P. BACKFLOWDEVICE ! 1 112' R-P_ BACKFLOWDEYICE 9
112' GATE VALVE(2) .03 2 112' GATE VALVE _02 2 112' GATE VALVES(2) .03
�---- 2 112' GATE VALVE .19 _
1 112' MASTER VALVE 2.3 1 114' GATE VALVE .002 1 112' MASTER VALVE 5.2 2' GATE VALVES(2) .11
2 112' MAIN LINE .693 1 112' MASTER VALVE 1.7 2 112' MAIN LINE 1.65
1 112' MASTER VALVE 1.6
2' MAIN LINE 157 2 112' MAIN LINE _96 'Y REMOTE CONTROL VALVE 2.3 2 112' MANN LINE S
1 112' REMOTE CONTROL VALVE 3.25 1' MAIN LINE 9.911 112' LATERAL LINE 6.72 2' MAIN LINE 1.599
112' LATERAL LME 6.59 1' REMOTE CONTROL VALVE 4 314' LATERAL LINE 6.17 I
3M' LATERAL LINE 7.78 112' LATERAL LINE 4.48 1' LATERAL LIVE 4.03 2A 1 112' REMOTE CONTROL VALVE 9.9
1' LATERAL LINE 4.236 314' LATERAL LINE 1.13 1 IR LATERAL LINE 2.09 I .�•, i 112' LATERAL LINE 5.65
2' LATERAL LINE .04 1' LATERAL LINE .67 2 112' LATERAL LINE .15 A � 314' LATERAL LINE 7.3 3
� 1' LATERAL LINE .72
FITTINGS(11%) 1.96 1 114' LATERAL LINE .18 FITTINGS(10%) 2.09 / � -e FITTINGS (10%) 2.09
+5.52' ELEVATION CHANGE +2.39 (AMtTIONAL LOSS) FITTINGS(10%) 1.43 -0.24' ELEVATION CHANGE -0.1 [GAIN) 1 -7.61' ELEVATION CHANGE 3.29 IGAIN)
+13.73' ELEVATION CHANGE +5.95 (ADDITIONAL LOSS) A` \ lot / yy Ca
TOTAL SYSTEMA LOSSES 43.13 TOTAL SYSTEM LOSSES 51.06 > TOTAL SYSTEM LOSSES 46.18
PRESSURE REQUIRED p HEAD 39 TOTAL SYSTEM LOSSES 40.66 PRESSURE REQUIRED 0 HEAD 30 �'7 �� 112- 460 1 '� / yz PRESSURE REOUIRED @ HEAD 39
TOTAL PRESSURE REQUIRED 73.83 PRESSURE REQUIRED p HEAD 30 TOTAL PRESSURE REQUIRED 81.06 ,� k / / �i�,y TOTAL PRESSURE REQUIRED 76.18
STATIC PRESSURE AVAILABLE 125 TOTAL PRESSURE REQUIRED 70.66 STATIC PRESSURE AVAILABLE 125 1� / STATIC PRESSURE AYALLAVLE 125
REG. PRESSURE AVAILABLE(PRE-SET) 119 STATIC PRESSURE AYAILAYLE 125 REG. PRESSURE AVAILABLE(PRE-SET) 97 I ; / Y+ p REG. PRESSURE AVAILABLE (PRE-SET) 97
RESIDUAL WATER PRESSURE 15.17 REG. PRESSURE AVAILABLE (PRE-SET) 89 RESIDUAL WATER PRESSURE 15.94 �� s, `r6 RESIDUAL WATER PRESSURE 20.82
RESIDUAL WATER PRESSURE 18.34 yi
I CAM. BLOCK WAL
- REFER TO ARCH. RAWINGS ~ d
24 Dz ��� �Y ,
Ys ` / i�4
Sit
3{4 �� I I C I l a I l 314 �i LL IDr
l 1
71'Y 1 1 1 •' Ili '' 1 1 7� sK �' � 1 ) �
-- _ 3w ��Y 1 d , X11
- - y
-��- - -
- l - - - - - ------+- - -
4 ;II /y 3�„ f f f is ► ► �/w 3�y �y �y i i i CONC. BLOCK WALL
'` b �r
P3 ,� �,y ;r It v� w - REFER TO ARCH. DRAWINGS
fl3v
LSM OIJ ��/�.
211 I I ,I EtLGT. StgV�M6
11 ''
h G 2-
C,
-
i
G 4
ru wPcrI;R '1; 1. I%Z 5q Ih 4` I�" 53 y, _ _ � � ` � Yz ENA OF WALL
= f'1GTERv1t. fill:
P,OL, II I, I-II
H 1-y 1' '' 1/4 '/v �/� 1 1 I 1 y 1� 1 14 1' I I i l I ' t /v 3/w L �� Y` y `~xlp« VQNIi. IV1lJW �RI P
- `
(L-11-11T- OF T
'N' '/v l(r '(v • ` I A'4 lo
I '
t a�
s
>v I y lLX .
_.�--_f`:.-� ry♦_-�-�-�- ,
A
L"v 1 1 I{ I t f t 1 It IY 1�y t
Z 1 1
21 I'4
11 1 rr 14 I'i 11'11 I Ls , I% l'. 1
IRFUGATION LEGIE
CLOCK A CLOCK C
WATERING SCHEDULE WATERING SCHEDULE
t, PKRTN- NUFA�GTUR A (6 DAYS PEA WE E K.Y[HII-SAT. ! Pl/TO S AIM) (6 DAYS PER Wt E K_MON-SAT. ! PM TO S AMI
YA�� _ _
KAI WNKP (ell- FK5 :AM ZZFhS SHKU d F11R� 30 A 2-0 S.u
_ LYS SNE O4 TIME OFF VALVE TWE Ofil �ilE OFF
30 20 I.G I 0 PpiN-� OF GOfJF)�G'rlol� O�2.:
30 2 O o•a1 Al 9:10PM 9:22PM C1 9:80PM 9:23PM
a FOR ASSISTANCE WITH CALSFNSE A2 9:23PM 9:45PM C2 9:24PM 9:43PMmi
X IGF-6L \ 30 1 (0 3.z� B GURB � PRODUCTS. CONTRACTOR SHALL A3 9:46PM 11:08PM C3 1:44PM 18:17PM 3 TERs'A(.It�,
ISN-SLA 30 16 I.G I A4 19:99PU 19:31PM C4 IIAIPM 10:51PM
Y WATER METER WITH Y SERVICE LINE CONTACT CAL SENSE (619) 436-0525 A5 18.32PM 11:36PM CS 10:52PU 11:14PM > 2
V 14Q-5L^ w 16 0.61 8 `` Y PRESSURE REGULATOR A6 11-37PM 11:59PM C6 it:1SPM 11:34PM
1ZF 30 12. z.ro 6 1 1112' BACKFLOW PREVENTER POTARLEWATER A7 1240AM ' 12:22AM C7 11:3SPU 11:57PM yJ
-o- H Q° 1 112'DATA INDUSTRIAL FLOW SENSOR Ce 11:58PM 12:20AM S ,
Iz.N �o Iz 1.30 8 _
z'L R IE 102 ASTER VALVE P.O.C. POINT OF COI 'ECTION C! 12:21AM 12:39AM - - - - - - - _ -
6' (2-Gt 30 1z- 0.65 a 1 1�Y HA D M CLOCK B CII 12:40AM 12:59AM
CALSENS E 2000-16 AUTOMATIC EXACT LOCATION TO BE CII 1 1:40AM 1:19AM L-4 ;4
e ION-LA 30 1 D 0.79 d Zai ziL IIAT_ERM SCHEDULE I I,EMDN A,VI.A� Uf- , -3
V CONTROLLERS" DETERVINI D IN THE FIELD C12 1:20AM 1:31AM
[0 DAYS PER WE E K. tI+ION-SAT. ! PMTO SAM) � I -- -
15c.5
,
IoQ-IP• 30 10 0.31 8 z " 211 IN MYERS MEUG- ENCLOSURE C13 1.39AM 2:01AM - - - - - -
15Gs1 30 4-X30 1. zl a CO�OTRACTOR SHALL GUARANTEE L E� IlNE.4F�
1 F �T 6 c a�� 100% HEAD TO HEAD COVERAGE
LO%�tT IDN MAP
5 30 015 0, 1 8 el 9:11PM 1:22PM
FAV R gT�T IG� M51 N PR E55U RF5F,f, 02 9:23PM 9:45PM CLOCK D
O 8N-FI.T 30 10 0,79 8 1 93 VAIPM 10:$OPM WATEPJNGG SCHEDULE
�JI GPT I✓.S �EQU�I PRESSURE fi�L.GUI�TIOh•IS At'X»/E• 19:19PW 19:27PM (6 DAYS PER WE:EK. MON-SAT. ! PIA TO SAM)
� -- 84-Ft,1' 3a 10 0,3q 8 � rOR Appl'i'IOIJAI� C,P�LGUt�TIOh�S 05 10:2$P'1� 10:4$PM � •
a OUIC .GGt.1P'LEA aiOlFiC (� f50 L.F - O•G• IfJDIGAT�s .PP'1 ��`E;�i 'ry SHEET L.4 v^F 11 , 06 19:47PM IIASPM VALVE TIME TTIMEPFF clTr
G ,_ DESCRPTION OF REVISION DATE APPROVtO
• RE1 TE CONT v,wE E'F/�-GP1'1"�--�' 4►� 4- CONTRACTOR SHALL VERIFY STATIC Bl l I:e�PM 11:21PM
Q1 81 �ELO ` Ps 8ENTER FEBCO e2sY-BV R.F z.' I II�DICAT�5 61ZE PRESSURE IN THE FIELD PRIOR TO s1 11:21PM 11:51PM of 9:90PM 9:22PM '- CITY F
69 11:52PM 12:14AM D2 9:23PM - 9:45PM O RANCHO CUCAMONGA
BEGINNING WORK 810 12:1SAM 1:28AM D3 1:46PM x .11:08PM
WIUCIr�; P€' SSI� ��C0:.�TOR S��SERIEi z '' FOR IRRIGATION DETAILS REFER TO SHEET L-8 OF t i ell t:21AN�! 1:3lAM D4 1e:19eL1� 10:31P11A
INSTAL AS KR
►�..NFAfCTUaE A SPED 1F K.A ao
• INSTALL BACKFLOW PREVENTION 012 1:41AM 2:12AM DS 111:32PM 11:S5PM TRACT 13890
H WALE MfTEA -BY myn orE� xw12- ' SFRVIGE Lille, FOR SPECIFICATIONS REFER TO SHEET L-10 & L-11 OF�11 DEVICE AS PER C.C.W.D. STANDARDS. 613 2:03AM 2:25AM D6 11-16PM 11:39PU
A U C�SFN AMYTOWATIC CONT PO�!!-CAL SEN Wr-r- IG 11J r 014 2:26AM 2:41AM 07 11:40PM 12:12AM
C p Ir1EYERS M!FUG- I-fit-2e5ENLL•P61LI Kit ,'s 10 FOR COI-� r(�OL, WIRE S�G�VII�C� R[,FF Ft 'r0 DE'r^I 611 D$ 12:93AM 12,:25AM y LEMON AVENUE
D! 12:26ALI 12:4 BABA
m NI -CET-113 GATE VALVE UNF SIZE 2 sH�E�r L.-e OF I I 00 rE: sc-HEVUt-E- of G�LKS D1e 12:49AM '1A IAM F IRRIGATION PLAN
SHP\Irl, b t✓ �DJ U�'rF.D oil 1:12AM 1.30AM
OIZ A:31AM 1:49AM
-cLA}>315 Fob z" � �v,�, 5/ � E FI E I
f� `1"1'1 ESD P R G TY APPP*OVED BY: ATE:
--- LATFR�..U SGt! 40 PvC SIZES IItQTEO 5 P�PPR01/Alr. CITY ENlCII�l�FR � = R.C.E.NO.�Z39 7
CALSENSE totem S MOISTURE SENSORS pEV RI•^t�*"��'"'Se7
OPER MOC#.S RECOMOFNDAT10►IS► -M10, 1Pf-K1+ \. 10 fR tJ01�-rH AVANT GARDENS
KMR Landscape Architecture s J
AAINt�,STER AUiOW!AT1C PIG TAIL YODEL 24 PC Ip DIP.7: . �eaw FoeMiflsae. uec lMlrfT
e DATA INDUS?RIAL 22QP FLOW SENSOR 1%" 10
Upland.CNIIor^u 91786 11
JG�LF.: 1j1= 2-0I-oil KM 714.985.5551 L-J O#
h N^RDI� SERI F"s 102 �" MIME R CKEGCED �,F_ ..t..
I YALYE - NORrM,LLY pPE;I� Ip RCE NO
--- 1
PYG 5�,1�EAut 6 +o - �.TIr�IES II blZl: � ARB oArE FILRCE NO 1.39o-L.
PROJECT SHEET NO. AD OF �
CLOCK A CLOCK C PRESSURE CALCULATIONS
WATERING SCHEDULE W&TERNG SCHEDULE PRES151JRE CALCULAPONS
(6 DAYS PER WE EK.MOM-SAT. ! PM TO S AM) (6 DAYS PER Wf EK.MON-SAT. ! PM TO S AAA)
VALVE WEjW IWE OFF VALVE TIME ON TIME OFF STATIC PRESSURE HIGH 160 LOW 125 STATIC PRESSURE MGH 160 LOW 12S
ELEVATION 150.23197.58 ELEVATION 150-23497.58
Al 9:88PM 9:22PM CI I:OOPM 9:23PM SOURCE OF INFORMATION C.C.W D_(JOHN] SOURCE OF INFORMATION C.C.W.D.(JO",Nl
A2 2:23PU IASPM C2 9:24PM 9:43PM PHONE NUMBER 987-2591 PHONE NUMBER 987-2591
ATE INFORMATION OBTAINED 8131489
DATE INFORMATION OBTAINED 8431489 D
A3 9:46PM 1/:08PM C3 9:44PM 1/:17PM .
A4 18:89PM - 18:31PM C4 lB:IiPM 10:51PM
AS 1/:32PY 11:36PM CS 1/:52PM 11:14PM WATER METER i SIZE 2` WATER METER 2 SIZE 2'
�
A6 11:37PM 11:59PM C6 11:1SPM 11:34PM ELEVATION 136.00 ELEVATION 108.19
A7 12:/8AM 12:22AM C7 11:35PU 11:57PM REMOTE CONTROL VALVE 813 SIZE 1 142' REMOTE CONTROL VALVE D1 SIZE 1 114'
C8 11:58PM 12:2/AM MAXIMUM DEMAND•36 GPMC! 12:2 LAM 12:32AM MAXIMUM DEMAND 33 GPM
CLOCK a C18 12:48AM 12:59AM ELEVATION 127.74 ELEVATION 119.53
WAT 76G SCHEDlJ77777�� C11 1:90AM 1:1&AM PRESSURE p R.C.Y. 109.07 PSI PRESSURE 0 R.C.Y. 100.49 PSI
(i DAYS PER WEEK.MON-SAT. ! PIATO S AM) C12 1:20AM! 1:38AM ���; H(:�UI.E Or GL,0&1�5
C13 1:39AM 2:91AMSIZE ITEM P-S_I. LOSS SIZE ITEM P_S.i. LOSS
VALVE PME-W RM_EQFF-F -SHALL. 5E /1`,,PJUSrE,0 2' WATER METER 2.1 2' WATER METER 1
10 THE FI ELL PER 2• PRESS. REG. S 2' PRESS. REG. S
81 !:/tlP°'M l:22PM • GI'ry APFF 0V^L-- 1 142' R.P. BACKFLOWDEYICE 9 11120 R.P. BACKFLOWDEYICE 9
82 9:23PM 9-45PM CLOCK D 21120 GATE VALVE .01 2 142' GATE VALVE .91
93 9:481011 1/:BEPY WATERING SCHEDULE 1 112' MASTER VALVE 1.6 20 GATE VALVE .25
84 19:09P'IA 1/:27PM (6 DAYS PER WE EK.MON-SAT. ! PM TO S AMI 2 112' MAIN LINE 1.4 1 142' MASTER VALVE 1.95
85 1/:2/PM 19:48PM 2' MAIN LINE .41 2 112' MAIN LINE 2.24
8/ 1/:47P1t 11:/SPM VALYE TIME ON TIME OFF -1 112' REMOTE CONTROL VALVE 3.2 2' MAIN LINE .255
87 11:/8 PM 11:28PM 142' LATERAL LINE 5.774 1 114REMOTE CONTROL VALVE 7
Be 11:29PM 11:SIPM D1 2:111110PM 9:22PM 314' LATERAL LINE 7.36 112' LATERAL LINE 6.584
89 11:52P1b1 12:14/IM D2 2:23PM 9:45PM 1' LATERAL LINE 6.111 314' LATERAL LINE S.728
818 12:1SAM 1:2/AM D3 9:46PM 18:88PM 1 114' LATERAL LINE 2.728 1' LATERAL LINE 3.376
21112' LATERAL LINE .342 FITTINGS(18%) 1.19
811 1: AM : 2AM D4 19:32PM 1/:31PM FITTINGS(10%)- 2.04 ELEVATION CHANGE*11.1 (
812 1:49
A1�1 :02AY DS 1 : PM 11:/SPM -
4.81 ADDITIONAL LOSS)
813 2:/3AM 2:25AM D6 11-96PM 11:39PM - -8.26' ELEVATION CHANGE -3.58 (GABVj 12:2525A11! TOTAL SYSTEM LOSSES 48.97
D8 12:/3A#ll
814 2:26A1A 2:48AY D7 1 :93AM 12: AM TOTAL SYSTEM LOSSES 39.39 PRESSURE REOUIRED @ HEAD 30
�
TOTAL PRESSURE REQUIRED 78.97
PRESSURE REOUIRED 0 HEAD 30
D! 12:26AM 12:48AM LAVLE 125
AYAI
D18 12:49AM 1:1IAM TOTAL PRESSURE REQUIRED 69.39 EAVAI
DI I 1:12AM 1REG_ PRESSURE STATIC PRESSURE:38AM STATIC PRESSURE AVAILAYLE 125 � AVAILABLE (PRE-SET) 97
D12 1:31AM 1:49AM REG. PRESSURE AVAILABLE (PRE-SET) 89 Z RESIDUAL WATER PRESSURE 18.03
RESIDUAL-WATER PRESSURE 19.61
< '
I CONC. BLOCK WALL CONC. BLOCK WAIL
D - , REFER
TO ARCH. DRAWINGS
I REFER TO ARCH_ DRAWINGS Ip -
- 3/4 /e
a x G' COAG. MOW STRIP I ' I I iz END OF WALL � rXr CONC.MOW STRIP .F..,,._, �
LIMIT of PI�TR Ct 01.E _ - q q +" iL f1 Z LIMI vF G�OPI ; � t. +b
C eo u t T �rxt 1c�tolJ
,1 r
C +
�/, - L t M tt oe Ca►�l�t.
y` i, %y yi sj4 r
I , Io rxr coNc.Mow P
\i. { i 1
'L
y ' .. 4� ----y� d.. _. __�- L -- $_ - -- -��y---- __ 1-- -----g- !a - -'�•- - ��-+�c).--...- --- a..-- ---� - -6-�y-�'-- -- ---�--u ..1-'.-- - ---b'.--.'�'- " --� i 4 _
pq
I s'scN. SO L&CUT. SICEvrN4 r
k '/y �/4 ;/4 LJ► ply
7,04 i' Cf/ I; /t /3 1 �t '�4 3 1 - - - -
-4 - � � �i mow.. - -
/IV
tu-
D D� D. D 5 D4 nCITY Sly EWAL K-TVP. LU
. tor3I" I% �� H
p I O
W
G- 13 I? C'i I C-IO Ccc
- C-� G-7 C W
S A-
tS z \,-
4 1, "9 ILU
„ 2yz �
s, 3yf
U14-
C,p4i
171 :3
Wf� - I - l' - .- I - I-. I - "_ Wx a
. .4 , / !% t �Y �.. )r / i� a ;-z s�. it i / . - is - 3. ! / '3/ i Ys rt ''z Vz. Y t zfYs � { ,4 4 f f 'c_ i .t iY�, �►'� 4 f f o rv� rY� , z7- 8'i �'� f 4 % 'i Yr/r ► // •- �Lt /LL1
ry �� _ ;7 3 714
3/
Ya
y
IRRIGATION LEG ENS y --
�• t �/y
Y11.. MENT/tv!!�N.�A�CTUR� ,.., _ . ek6" CONIC. mow ST't21
I ...a .,. __- P
F VtJ�IKp oil- Pill :�M �F'tL 5t1RU6 f ,17 30 Zo S.z.z (ti t�I't' OF GoNS-rRu�rlor-I� -
�. Zt H-�3 3 0 2 0 I.C.1
ZZQ-" 30 2 O 01x1
X I,F SLA 30 16
3 YE FCF;AlJ NA AvEN�, I�
30 16 1.41 E
? 1
V (!o
• FOR ASSISTANCE wtTt1 CAESEIISE � � 40
1ZF �p 12 z.�o a PRODUCTS, CONTRACTOR SHALL OLSCRIPTION MODEL PCS-o2 PCS-030 PCS4AO PLS-oho PCS-090 PCS-125 PCS_17$ �i � L2 1
�. 12.H 30 Iz 1.30 8 CONTACT CALSENSE (619) 43 -0525 GPM 0.2 0.3 0.4 0.6 0.9 1 .2S 1 .7S S wgmp.K, ,.� i
COLOR ermm Silver Orange Black White tarsen Yellow
� (2Q 3o 12- 0,�5 a - -
• POTARLEWATER FLAT SPRAY OF-FLT - 6' Bub 2' sue 3' S' .t' / L- � '514 1
I D 0171 a eM-FLT - 3'(160'0) 4'-6' 7 *11f = -
IT-FLT 3' 4' S. •e'
10 -V° 3D I D 0131 841-S* ♦,vEly
Q P.O.C. POINT OF CORRECTION
$Q-FLT 4'•s' •e' �
15631 30 4X3D I. i I a EXACT LOCATION TO BE LOW ANGLE. lOF-LA - - 1' we 3' 4' S. .10' . I
$ SPRAY 150 10M-U - - S. 7' •10' - - LilC,f�1 I UN N�P
15 F�1 30 4x 15 0.61 8 DETER! t�'D IN THE FIELD
TRAJECTORY 1oT-LA 3' S' 7' •10' - - -
S.
0 8H-F�T 30 10 0171 8 CONTRACTOR SHALL GUARANTEE - _ -
' 510. ANGLE 12i 1' sue. 2' Bub 6' 7-
30110
'
_ 84- 1=L.T 3o Io 01 8 100% HEAD TO HEAD COVERAGE SPRAY 300 12Tp _ - - 9' • .12' CITY
A I)lAC Iia L F - O• G. TRAJECTORY 12TT - - 4' 6' 8' •12' DESCRPTION OF REVISION DATE APP�vro
o Ok*X COUKE 33 Fo �T'AT1C- DE51 0 PRF�SUR612H 8' e' 10' .12"
� RE 1�"�T� COI�tT F�V RIVE f.F/4-G�iPI'S�-512€5 4' ' � � � f 12T - - e' 10' •12' - -
R���RTo PRGSsuRE 12Q 3' .' e' .12' _ CITY OF RANCHO CUCAMONGA
m 8 _1'1Ca11V PREVEWnFt FESCO 8251/-OV R.P. zr
_ CAL.LUI.ATl01�5-SNE�T L-3 �(,"� OF Il WEN RADIUS Of SPRINKLER MEADS, REQUIRED FOR PROPER CAVE RAGE, IS LESS TIWI tADIUS
WIMNS PPESSU E I CA4ATOA S SERIES z 11 So"PRESS ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HE/10 MITA A MIN BIRD 'KS' TRACT 13590
PRESSURE COnPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CMIIRT
INSTI► ;AS PER MAWFACTURER SPECCIfK,A 8 - CONTRACTOR SHALL VERIFY STATIC A"t FOR APPROPRIATE RADIUS.
[) WATER kwTE+1 -by DE�r xEn xw/z " SERVICE LINE PRESSURE IN THE FIELD PRIOR TQ LEMON AVENUE
BEGINNING WORK
msENs� wTom.*Inc co*TW""-CALSENS& ZOM-I(o 114
c p MEYERS MEVG- I-M-285 CIGL,OOWKIE- 3) 1O INSTALL BACKFLOW PREVENTION IRRIGATION PLAN
0
m NIK-07-113 GATE VALVE LMS1154 2 DEVICE AS PER C.C.W.D. STAMARDS. INDICATES MUMS
do, N _ �� APPROVED BY: -� /f' � DATE:
_ - WII- atom--�'.1 AO IYz 4 SrI� cis 315 Foy z L�(MEP) 5, INDICATES G.P.M►
1 NOTED CITY ENGINEER R.C.E.NO.
------
LATERM U Nd SCN 0 PVC SIZES S 5 � --- -
• 'i�0 D�'r�l L (o, BEET l,'8 OF I INDICATES SIZE f f�0 R'rH DEQ RECt "IEi
CALSENSE iii S MOISTURE SENSORS 10 AVANT GARDENSc :.
NMR_ Landscape Architecture
(PER MFG.S RECOVVFMDATIONS) -1''fl4 IP I !}qrA, FOR IRRIGATION DETAILS REFER TO SHEET L-8 OF 11 DRQ► . 984 W. Foothill 9"..Ste.C BEET
Upland, California 91786
AAInt ASTER AUTOf1 RTIC PIG TALI MODEL 24 PC 10 5^ I r � 11 � _OII KMA 714.985.5551 �..-4 OF
DATA INDUSTRIAL 220P FLOW SENSOR WIN 10 FOR SPECIFICATIONS REFER TO SHEET L-10 A L-11 OF 11 l•�wG .C.�/ C"ECK� NO.
tt HARDIE 4E1tIEh1o2 1'/, ' riWfIt. 'JA .Ye- NOR.rv,LLY O°F� 10 RCE N0.
��WL�E 40 ERIN - �,TIME.S LINE bIZE (o ARB GATE fllE 810.
--- .1 -
prt.e«.E<...a._-.-
PROJECT SHEET NO. OF ,
x
2'-v" NIUN cT
CONIC. BLOCK WALL'
- REFER TO ARCH- DRAWINGS
SLOPE PERCENT 22
• E
r
� x
\� r
ET LIGHT.-TYP.
'q END OF WALL
�G 6'x6' CONC. MOW STRIP X
f`JoTE. FAP Pw,WAY'ftxEFh �L.L
It INST*i-LI°D k[rTN
y FWr OAK FkI M At-b PLR
• UTY AXP- 600A. -I`fF F K
VOM 41 VES of TSE a"COr
K
• f CONC. BLOCK WALL
„ X - REFER TO ARCH. DRAWINGS
f
J
1� SLOPE RATIO 3:1
(61t'1Ir C. M t�TRIP ,
6'x6' CONC. MOW STRIP 6'x6' N STRIP F WALL
(Larjrr of GoNsT,)
�TYP�
51
SLOPE PERCENT 22
X
MAXIMUM HF-16 1TOF ,� X
60LIP WN_L Zfi'AWVE _
V
GUK 15XXX .90
EIS OF WAL
DRAIN OuTLlE-r Alfi x6' CONIC. MOW STRIP PLANTING LEGEND
k -- -- - -
-REFER TO ENG. PLATS y 4uMrfor coast) • [ITV STREET TREE SHS
rx r CONI.mow STRIP
�' NIev H •
6'x6- CONC. MOW STRI CONC. BLOCK WALL- x ' 5 GAL. _(YLOSMA C. 'COMPACTA'
u
� r1+r OF CpNSthufTloM) - REFER TO ARCH_ DRAWING �`
15 GAL. L IOUI DAJ'"IBAR S. BURGUNDY ' Q,
5' O.C.
END of WALL- x LIMtf or C4W"L1M0a • ' 0 30' O.C.
_ ' . ' •• •
6-X I'CONC_ MOW STRIP \ NOTE: STREET TREES SHALL QE PLANTED VVITH 5 6At. Y18URNUM T_ 'SPRING BOUQUET'
W.zq ', (/v �-- ROOT 6�4.RRlERS PER CITY DETAIL 685 Al A 615 8).
' 6'x6' CONCH MOW STRIP v` y
CONIC LOCK WALL X •' . X \" ` x IBES
- REF R TO ARCH_ DRAWING ' • •.. _ 'Y rXAl X P� CONIC. BLOCK WALL 'k 5 GAL. RAPNIOLEPIS I. 'CLARA'
} , . . . : , •' ,� REFER TO ARCH. DRAWINGS • 15 GAL. BRACHYCHITON POPULNEUS0 3' O.C.
SLOP PERCENT 22 + •X• • � � - �
'! O.C. + 5 GAL. AGAPANTHUS 'QUEEN ANNE'
0 2-1/2' O.C.
SLOPE RATIO 3. 1 X 15 .6AL. PINUS CANARIENSIS GRO ND COVERS
0 20' O.C. 6AZANIA 0 WHITE "
W
PLANTED FROM FLATS ! 12' O.C.
H �� 'x6' CONIC. YIKS
OF WALL TR/4tHElOSPEUM RMJASMINOIDE5
R.C.P. STOR!'DRi S 6AL. CAMPSIS RADICANS ® PLANTED FROM FLATS ! 12' O.C.
ERE NYDR�.4T SII�FWALK-TYP. — -REFER TO ENG. PLAN x6 CONC. MOW STRIP
al 15 O.C.
i-xr cONc_ MOW.STRIP TURF TALL FESCUE "MEDALLION•
(�i M I r o F Co rJs-r) 6 PLANTED FROM SOD
CITY SIDEWALK-TYP. � •._.
r SOK.PREPAR MN:
ALL SOIL AVLFif)MFM SKALL
BE BASED ON FIILAL SOILS REPORT.
/ / • • Y ', r , \\ F ]j PkRAT"*. 0:04 PURPOSES ONLY
X„ r X y T To AU PLUM" A.RFAS APPLY" CITY
.
MITFIO�IZED WOOD Rslt?U k; DATE
AP
' \ DESCRPTION OF REVISION
�OFWALL
6-X 6" CONC_ MOW STRIP 101 LOS GAO-POWER z TE"�'^�° ��N,l�
- CITY OF RANCHO CUCAMONGA
rxa� CONC. yaw 3TM � 301 las 6YP`SIT!
SLOPE RATIO 3:1 (LIMrr OFcoNsTRuctlor�) -
PER 1.001 S.Y. AJ THOJ*UGJ�r INCOFLOORATE d
\� INTO THE TOP r Of THE SOIL. Z TRACT 1350
\\ ALL GA0V COVER AREAS PLANT FROM
AOOTV CUMNG"S SJA!LL OF TREATM WrTH T — LEMON AVENUE
` \ A PWEVFRGFI(T WEED K1LT.-FR--TR N_—
A
0w C•4 LIAL(" ArPFovAL. of cm INvr toR� PLANTING PLAN
l.EN1DN A.�/EN ut � r
• CO1r WP_,'TOR SNAU IMSTAU PLAN IN Lo TI o►J MAP
QUANTITIES AND LOCATIONS AS INWATED APPROVED BY: '_ _ DATE:
ON TW- DRAWII G CITY ENGI EER R.C.E.MO ZG
• All VINES MUL N SME-AQ AND ATTA+CHFO DEQ`'"`' REcOfAr�f�nEQ
To wALM ARB AVANT GARDENS }
Landscape Architecture `
IJO RT H DR,�M, • 9"W fonthiH It", tic G 31111E EY
S/ ��. III �DIOIIUCalIpmid91784
DLP
714
t•-•95gas•sic, L-5 OF 11
FOR PLANTING DETAILS REFER TO SHEET L-9 OF 11 CHr*.-,KFONo.
RCE No
FOR SPECIFICATIONS REFER TO SHEET L-10 & L-11 OF 11 ARB DATE FILE. 000
PROJECT SHEET NO. Z-7, OF 30
00rg!; r AWAY Tit Eb
m1t4hT L.LEI7W" Kxr
OARAIeA6 MRGrry &-%
(,06A. - tYP, Fi9g WrH
I 2_1slVr oFTir+E �trc�ef
I
I �
I 27 2_8
I �
SLOPE PERCENT 22
2-+ z 2
1 I CONC. BLOCK WALL
- REFER TO ARCH. DRAWINGS
1 CITY SID K-TVP.
STREET -WP.
T + + , + + t SLOPE PERCENT 22
L�r .CONC. BLOCK WALL`�I 0� \��• CRY SIDEWALK-TYP. - REFER TO ARCH. DRAWINGS
{ PRAIN OUTLET
-REFER TO ENG. PLANS
H • ��` f
of
END OF WALL
x
r
� X y
s
r Y t SLOPE RATIO 3:1
y \ STRIP
1 ` GLIM IT OFL04,07 R1.W_rog)
Norre BwN-m0 TKFE5 (-r`rrl IIjsp%U. GEIJrER
OF ?KEE A M 10 I M U M o F 5'rr. FI=p M Go tJG,
Mow STRIP
TERM NA► ^v fi
> 2
PLANTING LEGEND 00'rr-: ALL TTW-FES _'+iA UL.. 8G PL^t_T_p �o►�r�Rw+ ca *ct _=
_ PLANTING NOTES-
--- A 1 111JIMUM OF 5' FF�OM — — — — — —'
CITY STREET TREE SHRUBS * SOIL PREPARATION: 1'A`L�1-S aR L 7
LEMDN AIVu Uf, -
'� ALL SOIL AMENDMENTS SHALL WbTQLL. fm,DO'T 5APIi9Ij5RS
L
'• � 15 6AL. LIOUIDAM�AR S. ' BURGUNDY Q 5 6AL. .XYLOSMA C. 'COMPACTA'
BE BASED ON FINAL SOILS REPORT. PEP) CITY '.�A�GAKD 405A
SOIL PREPARATION: (FOR 81D PURPOSES ONLY) aATIoN MAP
0 30' O.C. 0 5 O.C. WHEN TREE 5 ARE 5' FRor'I I. Lt.b
09 �"L76tArI5.
\ NOTE: STREET TREES WL BE PLANTED WITH O 5 GAL. VIBURNUM T. 'SPRING BOUQUET' TO ALL PLANTING AREAS APPLY-
ROOT
ROOT BARRIERS PER CITY DETAIL toy Al $IS By O.C. 3 C.V. NITROLIZED WOOD RESIDUAL DESCRFMON OF REVISION DATE CITY
Cb S' APPROVED
TREES
100 LBS. GRO-POWER
5 6AL. RAPHIOLEPIS I. 'CLARA' 300 LBS. GYPSITE
CITY OF RANCHO C U CA M O N GA
• 15 PER 1,000 S.F. AND THOROUGHLY INCORPORATE. 0RACHY NITON POPULNEUS 0 3 O.C.
20' O.C.
`I- 5 GAL. AGAPANTHUS 'QUEEN ANNE' INTO THE TOP 6' Of THE SOIL. ''' '~ TRACT 13590
0 2-1/2' D.C_ * ALL GROUND COVER AREAS PLANTED FROM • . E 0 'I
ROOTED CUTTINGS SHALL BE TREATED WITH LEMON AVENUE
15 .6AL. PINUS CANARIENSISCOMERS
A PRE-EMERGENT WEED KILLER - TREFLAN-
f 20' O.C. GAZANIA ' WHITE ' OR EQUAL (PER APPROVAL OF CITY INSPECTOR)..
PLANTING PLAN,
PLANTED FROM FLATS 0 12' O.C.
APPROVED BY: f
AT
TRACHELOSPERMUMJASMINOIDES. CONTRACTOR SHALL INSTALL PLANTS IN CITY ENGIVFFR DATE:
QUANTITIES
S 6AL. CAMPSIS RADICANS ® PLANTED FROM FLATS • 12' O.C. Q TITLES AND LOCATIONS AS INDICATED
ON THE DRAWINGS. DESS AVANT GARDENS
15' O.C. >f ARB
TURF TALL FESCUE 'MEDALL ION' Landscape Architecture !
PLANTED FROM SOD ALL VINES SHALL BE SPREAD AND ATTACHED NO RTN ' • �w FoMht"l+vd,Ste c
1•E�f
Upland.Ca1llornIa 91786
TO WALLS. Il'— 2-0 -G` DLP 714.9es.5551 L-0 OF '1
FOR PLANTING DETAILS REFER TO SHEET L-9 OF 11 CtIfCKFD R C E NO S `w '-
FOR SPECIFICATIONS REFER TO SHEET L-10 A L-1 l OF i l ARB / 1
DATE FILE NO !� O—�
PROJECT SHEET NO. OF _%3_0
U.J
zz Z3
CONC. BLOCK WALL CONIC. BLOCK WALL
- REFER TO ARCH. DRAWINGS - REFER TO ARCH. DRAWINGS
fc x(o4M4�1 SLOPE RATIO 3:1
� . 6'x6' CONC. MOW STRIP (LIMI'I' Or GDF�stF�ULTIOI`�)
(L I M IT o F conlhTK NLTIo�I) END of WALL i�
♦ i y
{ J SLOPE PERCENT 22
s
r 60x6' CONC. MOw ST IP
X x r r K Y i • a i ♦ r
r
dc. y IMIf D� CONSTR ft�P�
■ r _
- - �
r-
fi
1>J
J
I
Mo'M. 11A K WAY rREEh
Q 5MLoL EK I0rAuZv wrrHSTRTTP. =6HT-TYP.
' I SIDEWALK
p RUDt 8AR R 1 E RS A4 SER EET L1L� AV�. CRY SIDALK- ARE HYURAFT cn
— — ----- -- --- — _ — _ O
GrT`f 5112 (oOSA TYPICAL CRY SIDEWALK-TTP. LU
FdR WT+4 611756 OF tfr6CCr L%
m00000' .000 cc
leloo, oe00000 /1010 le i
S
J
az
\ rt f X k
i
SLOPE RATIO 3:1 !o"xlo"M06✓ STIfir - - -- ---
(LIHITOF GD5MWt,-rIOW WT6; HY00l7EEt7 CTYR)'- 11�15TALL GE-►.ITER SLOPE RATIO 3:1
N �.
OF TREE A M 10 I M U fM 01% 5' FKDf'1 �oIJ�.'�/'G U TTEK
"! TEFtPout� AvF,ti�
PLANTING LEGEND PLANTING NOTES:
Or 5 FROM W- ULA s 1 �o,�,cRw► .� ; zf
CITY STREET TREE SHRUBS oR w�.R�s�•�.PE. z - - - -
* SOIL PREPARATION: :rAVrALl. ROCT' OAF{W[�R,S i
ALL SOIL AMENDMENTS SHALL PER Grry X11-A►�1t7ARD (�05A �ErY�N AvE►.: u� L-�
i , 5 6AL. .XYLOSMA C. 'COt►�PACTA' HE�! TR�Eh ARE �' FKoM _ _ _ _ _ _
r 15 6AL. LIOUIDAMBAR S. BURGUNDY BE BASED ON FINAL SOILS REPORT. �� C*C I-IAA0t APE. ! t.oCATl0W MAP
! 30' O.C.
• ! 5' O.C. SOIL PREPARATION: (FOR BID PURPOSES ONLY) --- ----- – - —
\ NOTE: STREET TREES SMAC L BE PLANTED VAT" O 5 GAL. VIBURNOM T. 'SPRING BOUQUET' TO ALL PLANTING AREAS APPLY_
ROOT BARRIERS PER CITY DETAIL 685 Al • 615 el_ @ S' O.C. 3 C.V. NITROLIZED WOOD RESIDUAL DESCRrMOR OF REVISION DATE
IREES
���► A► Y[0
,• -4X
5 6AL. RAPHIOLEPIS 1. 'CLARA' 100 LBS. GRO-POWER CITY OF RANCHO C U CA M O N G A
• 300 LBS. 6YPSITE
IS GAL. DRACHYCHITON POPULNEUS tb 3' O.C.
PER 1,000 S.F. AND THOROUGHLY INCORPORATE
! 20' O.C. + 5 GAL. AGAPANTHUS 'QUEEN ANNE' .INTO THE TOP 6' OF THE SOIL. TRACT 13890
! 2-1/2' O.C. * ALL GROUND COVER AREAS PLANTED FROM LEMON AVENUE
15 SAL. PINUS CANARIENSIS ��NQ CQYERSROOTED CUTTINGS SHALL BE TREATED WITH
! 20' O.C. 6AZANIA ' WHITE� ® ' A PRE-EMERGENT WEED KILLER - TREFLAN- PLANTING PLAN PLANTED FROM FLATS ! 12' O.C. OR EQUAL (PER APPROVAL OF CITY INSPECTOR).! r
HCl TRACHELOSPERMUM JASMINOIDES� CONTRACTOR SHAT-L INSTALL PLANTS IN APPROVED BY: / DATE:
CITY EICII=ER R.C.E.NO. • z
C.1 S 6A1. CAMPSIS R
ADICANS ® PLANTED FROM FLATS ! 12' O.C. QUANTI-TIES AND LOCATIONS AS INDICATED DESK-i RFCW'Ftn D
! 15• O.C. _ ON THE DRAWINGS. ARB AVANT GARDENS
TURF TALL FESCUE "MIEDALLIGN` ,,JJ Landsca� Architecture
Na�n DRI ArTI ■ W4 W FOothi"Blvd. Ste C 1HFIFT
PLANTED FROM SCZ . ALL VINES SHALL BE SPREAD AND ATTACHED ��/�� C ,,, �/� ,� r,pi.�.0&IolormsVIIn
III WALLS, %eAL,C• ( �Z0-00 DLP 714 W,• OF 11
FOR PLANTING DETAILS REFER TO SHEET L-9 OF 11 CHUCKED RCE 1#0- DR NQ.
FOR SPECIFICATIONS REFER TO SHEET L -10 & L-11 OF 11 ARB DATE FILE N0.
PROJECT SHEEN NO. Z4 OF s3Q
NOTE.
1. LOCATE HEAD •" FROM W/.'.KS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND
EDGE OF LAWN. �---HARDSCAPING MEYERS
MLEC-I-MIC
ZM ENCLOSURE
2. LOCATE HEAD 12" FROM All STRUCTURES. t. IWPK■t to K Nst■Rttr ■t a •i■UVp M 14• my M1t 1"wTt1KS • 0111MA►Itti.
3. USE TEFLON TAPE ON ALL MALE THREADS.
ELECTRIC METER 1. ALL "M 0" AtStAtt swlL ■ttttrt (1) cuts M KC PttMtt 4" (1) CMT
�— COLOR CODED MAP FOR VALVE 111111111114111t
11 RAKt - CI►Ot U UL(CT11 It LOOSCA" iIMCMittCT.
,tom
w V� 0 r- — — — LOCATION INSIDE (PER. SPEC'S. ) s. At(■ oil Is NIT it■ SWY%Pt (a. WAC. 90telms. (ft.) 110W ICST CKCS•
WALL CNssists! RC,[a0 CO1TTIt[+ti.f>l trtA M ■0■•SThRT1Mt[ SIR[.
_'�� I►Ill jIII I t� �) (
NTROLLER -
MOUNT MWITHIN OUNT OENCLOSURE.
LINE SIZED BRASS
POP-UP TURF ROTOR I IVIII L — --— J 120 VOLT WIRE IN RIC 1 D STEEL GATE VALVE Buss 11111011101.11 • TICAL (N ccs
CONDUIT (PER LOCAL CODE)
1" IN S
1" IN SEEEE D FINISH GRADE "picot
��I ON-OFF SWITCH AND 110 VOLT MASS Ir ttt - icot (1) Putts
.� EXTERIOR OUTLET TO BE PROVIDED BY
=
CONTRACTOR.
% piss Mimt
tIEAN BACKFILL - SEE SPECS. FOR I I LOCK Nur •----•---•-••----
_: - MATERIAL, 90X COMPACTION REQUIRED FINISH I• I COFMON WIRE/CONTROL VIRES IN X" pAss r►[ srurKt wrM M Rs■
IIT i, I•° U it r 6:d _
I.
�IIi�!�� � ' .. � r�._ ;,� 'iil�I •. , • . - ' • - GRADE � rRA�s uNio rt sc ra
_ 6„ L SCH. 80 PVC CONDUIT � �" ■
2' X 3' X 4" CONCRETE FOOTIIMC s &^tMICt . Ir riot COKR[Tt N1
SAND MIN. ? INSTALL A MINIMUH OF )" ABOVE _ (tI■ 70 tARitS Pts AAMPrAtTIRtt)
—.".GRADE AND SLOPE TUP TO DRAIN
Ir
s<o►t ro tru u n M t R I M1l1 n
- _ NON-PRESSURE LATERAL LINE SLEEVE r = _ m 1► °� I� AT A MINIMUM of 2� ( na vrtl Skwt rt■tsM Wro[
-_ SIZE TWICE DIAMETER OF NON-PRESSURE a fIi„= .n ei IA� - I; --- I ' -.IIII LATERAL LINE
VIIUP 12 DIRECT BURIAL WIRING TO GOV
1 _�� �-
CONTROL WIRE SLEEVE - SIZE PER PLAN _....__
iv INSTALL ADJACENT TO PRESSURE SUPPLY LS
DLE ALL WITHIN t,v
TAPE O r
6., l . O.C. I N _
_ iJ rT, . _:� �
LINE LINE TRENCH.
loss ri►►l[ - Tt►1tJlt
MARLEX 90° STREET ELL SCH 80 PVC NIPPLE .h � E-,
j (1) "ts
SCH 80 PVC NIPPLE (MINIMUM 4" BONG) VIII j`Tl - (ill
REFER TO DETAIL NO. 1
11U
TYPICAL (2) PLACES SCH 40 PVC TxT 90° ELL ILII - PRESSURE SUPPLY LINE SLEEVE - SIZE NOTES: —11p: COM►KTIOI tr.tr.Ir tacRtTt
s tWZT kOCD • "PICK
i KQt'IRitl
TWICE DIAMETER OF PRESSURE SUPPLY `LINE I. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES L -
6" TYPICAL
UN rsR"M
r r!C RML[
LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCSIOtd �� o '
T . r nrtut li) rtActs
FINISH: 2 COATS SEMI-GLOSS ENAMELCOLOR PERt1Tr O
NOTE: 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. O tR to fTSTi16
). NO SPLICES SMALL ht MADE BETWEEN CONTROLLER ANO REMOTE CONTROL. VALVE.
SEQUENCE 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING S ' N '
1. All SLEEVES TO 8E SCH 40 PVC. OF REMOTE CONTROL .i
VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. OW ». ILL . ��/, Cr p) PtA[tf
ANTI-ORAIN VALVE AS REQUIRED 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. SEQUENCE SHOVEL ON DETAIL 1S FOR REFERENCE ONLY • SEE IRRIGATION PLAN FOR
CORRECT VALVE SEQUENCE.
MARLEX 900 STREET ELL S. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV - FOR FUTURE USE.
NON-PRESSURE LATERAL LINE & FITTING
SL��VItC� AurOMA1'IL c�or-rKoL L-FR IIS mryF 6 r Hc,. DAC KrL.OW PRE C.f 'rIOO De,VIGE
-T-UR r ROTO R -rOP UP 3
RAIN 11RD33 DLRCV[TR YELLOW CoNG. vxvt sot 1 C.I. COVER
RUBBER CAP - SUPPLY ONE KEY STRUCTURE OR ErO055GD KITH VALVE NO•
I,rwwl LCr;�-rwH orve �o- \l?" 9P Irl"UP /�Fzlhs• 16 NOT ft",OMrmw �1E
PER 12 QCV'S INCLUDING MOSS ItARDSCAPING 'CM1S1Y'FLI 101 iR9 LIO
NV`s GDNTR�LI.E1�`� 156 *TION cghj#,0rCr, sSt . /455wMe SWIVELS.
11 _
I`LO n Y FINISH GRAD ROUND�f. BY � r IS E I�lSr � E INSTAL OL D CUti1CRE:1'� VA
N°p ►f TM t�UT1� EHE LIN LVE Bax
/W7�'�' �`' KE�!'G�51 DI UT`'(foR TO COVER
• �`I'K SlR1NX1tN • AMCAFt6iPIPE TO
PLANTER TE BED ON MARK
�ILtp aEp�EN-fNl�k IKKICs�11�1 GOI'Kp�GTI�IC ONLY ,. MARKED IRRIGATION GATE
6b IB Maxi i ITN /
FW610t46 Nf.�tY, � ■>,,. SKC I IED Ot r1TN S Elli "CHR I STY" FL8 BOX d fL80 LID (OR EQUAL)
P/wtl Ll/`1�12$ H I MSE,I,F 1NItH/�Ll- _—.
z.1W V,A-e- Fb�NCR motile £ pF!`EKE"e',WrI0,11oIJ at�VtJK ��t.11PMF - -- -- -- — -- SCN 40 ►rC Pkf ADAPTOR N AWN AREAS
ori R�W►�IrlG ►� - - _ 3" IN PLANT BEDS
k*uk WA•h, O(ffEltkhGP, DI;fN OKSpE�IF- ii i• ae FINISH GRADE
4h11014 *CALL 156 PFoCM D 6TrtUGT4jLFs My I,mLtT166. Its SCH 10 PVC aIle
y -
_ I 11
DYo'M ERS -M�I Kt�Y^Ts�tl 'ME I1 --N10H cont oK a
� s —
NIPPLE
Q I�;•� - 1RASS
FWD �TL1 lei-pMF1FN
tfKl�''tUK 5c-t/'�•.1- ��E - bW►t•d. ���oK �1'�ll�'/'�•1+ =..' - - ;I - -
TI r15
/�b PE�lil
5 F! coN (7 I I lili
NE-T1086 1 ITEM Qq-v6EG 1II'SV+ICC K. { BRASS NIPPLE STAINLESS STEEL 1' 1N LAWN AREAS �►rARfstE CONNECTORS SII►I
GIXaRP H6Yk?K 1. SCREW CLAMP
NG ��' BRASS 90 ELL
't1(E GQrT1�UrFI'�• WITH OMEN LG�.�(KK� I � � '�F�' �`S BRASS 90 STRftT ELL
ELECTRIC CONTNOI VAIrE '��
• MINIMUM ()) PLACES 3' 1M PLANT BEDS
-3
ITHe Lox/aglot4 ^qb 1N6V✓LL�- m7rn0NK INFO}P'r"- BRASS NIPPLE - 6" LONC FINISH GRADE _ II I llilll
3. ILA' �' raiFll�l/w I�I�'sb+i►�t-,K ?IOR OF r1rE �t vEs /'`( v �� ' i BRASS 90' STREET ELL (26' LONG) Z =~I VIII
0eT f`fvot .rin L"L0,*K-b FINS -TtiF xLS'11'IM,,IGH EAI AA.61 )
6m�,t7C UHL-6 8 PmEm Mise N�E, wv/ WAY,: jA PAN1W6, DGG �TD� � Ut�L
� I
----
;I. ►IG TAIL CIPANSiON 00
-
jrEcrFtEr7. GrG VeRIF THE STATIC tour (MEN. 24• LOLL(:)
y N TN E �E LD _ I_
4 IF�(KIbi'ITtoN Gortrly�G?bfk orb Har wlu.ruu,Y It'JQiTl� FIE Ft.IO1-TO INSTA,I,�fION MUSS ANGLE 61st
�I 44., tUaSH /fit)^2j L(6T/r 1, SPRt N� 6Y6" /6 6HCW 9 a1 - �I
OF TH F, 11 0164 tTIOW ��� I = VALVE W/UNIOR I ( i I BRASS GATE VALVE
�jrRl►4KlEft Hf S/44v?yAvl i� �(}�1ts E,IS/•W0&6 WH&N msor5- �- E-----PCOM t- 1 �IlI11I WITH BRONZE HANDWHEEL
I" OF�T)MUM ezo"4" WIN \AOU4 IN 1NE flt?i.D ( UN' _
�•� s
M1NIM�w OvEM�PM'f 00 TO �y o" ovwrucrioN6 ogmt 11, C C;) I�. s _ I �t -�_IRASS NIPPtE
wok-", Or",`ff61 w?",ere-• IAFFfJ./% eh OF- PF169wC6 ' • Q-� A
441�
4k vImFP,51" U16
r C -7/4• WASHED CRUSHED z ijllll� oma. . o o •• `•
5.'THit, l7(:ft6P( Ib D /�(,l. 'j�{/� Ml04T No'F��•vv{�e me 1,4 40+ Covml�('� TO Awl Au.� - �ais � AVAEGAT E � c4•,o • •e o• c{� � o �= 3/4" WASHED CRUSHED
Ae.t.�, V,•wt:S, (-., wrn+- b117��17 IN JHE tc,�l61r4tf.04P6- Q �`H�D• PRESSURE SUPPLY �t - � CV ,� _ ' •u ,•
f N �vE /�F� k� rioR Gtf l�l.H G� - 10!)6 A� t�IFfE It ►`+ i C� I I T - N P :o - ,• o' o a e ` —
a AGGREGATE BASE
b � LIN[ PITTING -- -SC BO ►YC NI Ptt o {II
r WyqWR OH L,YP406HA"ft t, ell.., 6WLI IO eE wuc.Or t0 0 °• ° '. •
IF�1`�r/'1-l�D Ihl t•1N/�F,lIS '�IE tErfflct-I Of THe GIrY L--'—PRtssuRa SUPPLY LINE
_ _.___� --- - ♦-CONTROL I COSI WIRESWH
--
'�I'TvEK FO-4m-01 1x 'ALL,
F�241?Ih15 OOT P� •
toP, bfW.t. I�./'4t N,I- -TMltr bJ SCH 40 PVC MALE ADAPTORS
QUILI'� GDUPI.�R, scM 40 PVC Sa,S■T ttE PRfSSuaE SUPPLY LINE L
7 NOTE: -.
1. INSTALL CONTROL VALVES A MtI1ilU OF 12• FROM STRUCTURES OR WOSCAPING. NOTE:
.v.
2. INSTALL VALVES IN PLANT /EDS WREVER POSSIRt j[EIT TO SIDEWALKS.
). ►LACE VALVE 101 AT R(GIfT AN61ES 10 STRUCTURES OR )M1tOSCA►ING.
I. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
1/2" ABOVE FINISH GRADE 4. PLACE ACGREWTI PRIOR TO INSTALLATION Of VALrt 101.
Mt-POP SHRUB HEAD S. ATTACM 'CMtSTY• VALVE IDENTIFICATION TA4 WITH A►►RQONIATt CONTROLLER ANO
FINISH GRADE
VALVE NLPOER , TO CONTI% Wilt. -:4446 JQ C
• -�i; , �� �� - I�i�MOT� C.or�1"Ro� �/P�I�V� A'r� �/AL.v�
IIII
COMMON WIRE VALVES
CLEAN BACKFILL - SEE SPECS. FOR ■
KATERIAL. 90% COWACTION REQUIRED t
NON-PRESSURE LATERAL = II
LINE & FITTING _
to
WIRES — MARLEX 900 STREET
ELL NON-PRESSURE LATERAL LINE. SCH. 40 DESCRIF:TtON OF REVISION DATE
s
CALSENSE - SNAKE PIPE IN TRENCH
CITY OF RANCHO CUCAMONGA
}— WATER FLAW IN pl� PRESSURE SUPPLY LINE: SCH. 40/CL.315
SNAKE PIPE IN TRENCH
/ I � SCH 40 PVC 90STREET fll TRACT 1350
O o M I MARLEX 900 STREET ELLf1�C -
L SCH 80 DVC NIPPLE - TYPICAL (2) PLACES
PROVIDE 2" OF CLEAN BACKFILL LEMON AVENUE
MASTER mAx• FLOW BACK—FLOW P1RbwRE WATER L� ANTI-DRAIN VALVE AS REQUIRED 12' TYPICAL CONTROL MIRES • BUNDLE AND TAPE • IRRIGATION DETAILS
VALVE SENSOR PREVENTER Kwuclu(a METER/ ,
viuvg Z, NOTE. .. AT 150
1NOTE: TO PRESSURE ASUPPLY SADJACENT
LINE APPROVED BY: rl DATE: T�� yu
F{ApSDIE IPZ W^� 1-IDy5Tk1Al.. F�bCO$z5� WILKEAIb 1. LOCATE HEAD 2' FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND ,
601.5ULrA a 5o CITY Et CI!I ER _ �+�- R.C.E.NO. Z
S .Y,RSP EDGE F
N'( I LAD D E 0 LAWN � _�_�9�'
I z 1 . PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION.
"=FV")
DESS! REQ- E3
'
I%z' I�z z11 AVANT GARDENS ,
2. LOCATE STREAM SPRAYS 6" FROM All STRUCTURES, AND SPRAY HEADS 12" FROM ALL
R "
STRUCTURES E R
URS 1N SHRUB AREAS BUT 6 FROM All STRUCTURES IN GROUND COVER AREAS.
ARB Landscape Architecture � J
ORS!
3. USE TEFLON TAPE ON All MALE THREADS. . ".4 w Font%ill wt„d. Ste C skrrTUpland,California 917PA
KM • .
POI t�T OF GOh�F��G'f lOt� „ _ _ Lof • ��
IO 12 SHRUD NF.�AD POP UP 5 '�R�h�GNIfJ "' 9� J
8 CH1�KED DR,*!V1.F""NO.
ARB
_.. W 110 P to — - — —
PROJECT SHEET NO. OF -;�Q
NOTE:
1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT SAIL WITH WATER
FROM HOSE. DO NOT CRACK ROOT SALL. city of rancho Cucamonga STANDARD
2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION DRAWING
PURPOSES.
s+oE w�K
• • �y
11WE1 a
etttR�- U
C.0 FA
Lrs' n W w_ r
3" BERN TO FORM DEPRESSED
WATERING BASIN
_- + .
1!1 `Il sor,.ei■
j �
Z. s � . ! L
• •I
i
GROW-POWERw PLANT TABS PER
MANUFACTURER'S RECOMENDATIONS „E Xs
BACKFILL MIX PER SPECIFICATIONS Ne.j
=1' IL Costs, beem.
CONTAINER PLANT ROOT SALL waft
PLANT PIT TO BE (2) TILS THE p
WIDTH OF THE ROOT BALL f, 12" 6-T }C�ET?
-r ' F C f .EMS C r Y 5TA AKA? NO. (01
BELOW THE BOTTOM OF THE ROOT I
SALL
NATIVE SOIL `
3t SNRUD Pt-Af-Tl
city of rancho Cucamonga STANDARD
DRAWING
0000
DOUBLE STAKIN
c
2-Pe.IK Gt1�N �t'IES 7A'stMK-r-- t)6AEWE9 to
ALj_ 'TRMS IN lodg►mie pine stakes with gely t I'h� WDOD SKEWS
1GRpr LIMAS TO 2" die. Wgemle pine steges iN N" (-_)
14AVG Af- with w �
DOF�• �� � opreservative stein, stake a •Ms,
l� m
G.nRaS o
0f 12* into undisturbed soli aalign,
nd stapes
f'I parallel to center line1 r
o street. (use 12
pp�1<P l?LWL ( I stakes for Eucal tus) ►Ql TO SK TAtaTtO.
f l — s ?• � �pit p
� tt�v�uN�Vtt+p � �K.Ve�►1C � 1t'1�
r) gravel backfill
flnithed grade
Deep root or equal controlP lanter
x
• 22-2 1
� 11-Pr
"• �r whe a required or approve
EQUAL �F 7 T ` equal
e ack nl l free of rocks 3" in die. or
grater -
NOTE:
FL ACF: u KO—ftJ 9K TAt3LET5 PSR
1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS MF4. FfZ0H0ENDATiprJti.
OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPICING REQUIREMENTS. T%"CC KIM eLL owl€
�" MIN -� ` -.� •�. R'a�.
ROUfJD GOV�R 51'AGIt�C� 'TREE STAID UrY VTANVAKD NO 605A <
ef It
rA
3 ' 6 ' 6 ' 3 '
3 4
4 3 5 DESCRIPTION OF REVISION DATE
6 6 2
PLAN VIEW
CITY OF RANCHO CUCAMONGA
ELEVATION TRACT 13890
LEGEND:
LEMON AVENUE
1 . WALL.
2 . FINISH GRADE. PLANTING DETAILS
3 . EYEBOLTS : SECURE VINE TO WALL WITH 5/8" DIA. EYEBOLTS
IN LEAs) SHIELDS.
4 . 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN' S
TAPE. APMOVED BY: DATE: � 9t
5 . EYEBOLTS FOR FUTURE USE. CITY ENCIRFER R.C.E. NO. ?,73 17
6 . 8" x 6" CONCRETE VINE COLLARS IN TURF AREAS, -ONLY. INSIDE DES I 1 RFC0I0*,*fVnFD
RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL
MINIMUM. - ARB AVANT GARDENS Landscape Architecture f
SHE"
• "A W Foothill•WA, Ste C
KMR Upland,California 91706 L-9 or 11
vIN� �LA�1Tir�
5 airCKED 0F;tAVT'-�4P NO.
ARB
PROJECT SHEET NO. OF oo
� _QJJ iQ RIGATIOM SECTION 1C PLANTING
PART 1 - GENERAL PART 2 - PRODUCTS
iE. Backfilling: PART 1 - GENERAL PART 3 - EXECUTION
A. Includes furnishing all labor, materials, and equipment required 2.1 Materials and Equipment 1. Backfill for trenching shall be compacted to a dry 1 .1 Scope 3.1 Site Condition
to provide and install the irrigation system specified herein density equal to the adjacent undisturbed soil, and shall
conform to the adjacent grades without dips sunken A. Includes furnishing all labor, materials and equipment required A. No plant materials shell be planted until all operations in
and required to complete the work per the plans. A. All pipe shall be schedule 40 P.V.C. - � P P
areas, humps or other irrequlari ties. Initial backfill on to provide and install the planting indicated on the plans and conjunction with the instalietion of the sprinkler system have
1.2 Requirements of Regulatory Agencies B. All fittings shall be schedule 40 P.V.C. All threaded fittings all lines shall be of a fine granular material with no specifications. been completed, final grades shall have been established
shall be injection molded. All tees and ells shall be side gated. foreign matter larger than 1/2 inch size. de
, t*u eas h ve b�eer�Pi►°-P u7"idv�d P�
2. All irrigation lines under paving shall be backfilled 1.2 Submittals 'T�
ed-
A. Comply will all local end state codes, ordinances, safety Grrf Ir1�PG'��77R•
orders, and regulations of all legally constituted authorities C. All threaded nipples shall be standard weight schedule 80 with comentp lu with sand and compacted by means of power 3.2 Ground Preparation
stated above. molded threads. All threaded nipples exposed above grade shall compaction. A. Furnish material invoices indicating the quantities of
be gray in color. fertilizers and soil amendments delivered to the job site. A. Remove from site dead or dying shrubs, trees, or weeds within
3. Trenches shall be backfilled promptly after the open Materiel invoices must be approved b the Architect prior to proposed planting areas. When Bermuda Grass, Nut Grass or St.
B. Obtain and pay for all plumbinq permits and all inspections y g
required by authorities stated above. trench inspection incorporating soil amendments. Augustine is removed, plants shall be removed completely and
D. All pipe and fittings shall be as manufactured by Losco Co., thoroughly, including roots.
L_ Notity the City in the event any equipment or methods Indicated Western or S.M. or an approved equal. r'. Control wires: 1.3 Protection
on the drawings Or specifications conflicts with local codes, 0. All planted areas shall be thoroughly ripped to a deptn of 12',
1. Unless otherwise specified connections between A. Contractor shall check or locate existing structures, electric using a ripper with teeth no wider than 12" o. c. Where
prior to installation. In the event this notification is not PART 3 - EXECUTION controller and remote control vt,ives shall be made with
performed, the contractor must assume full responsibility for cables or conduits, utility lines and other existing features or possible, the ripping should be done in two directions to reduce
3.1 Site Conditions direct burial wire AWG-UF type, installed in accordance conditions above or below the ground level that might be the compaction which occurs as a result of construction.
revisions necessary. wit.t valve manufacturer's wire chart and specifications.
damaged as a result of his operation. Questions or conflicts
1.3 Submittals A. Before starting work on sprinkler system, carefully check all arising out of such examination prior to or during operation C. Stones or rocks over 1" in size, construction refuse, and other
grades to determine that work may safely proceed, keeping 2. Between controller and remote control valves, use a -shall be immediately directed to the attention of the City deleterious material shall be removed from the site.
A. As-Built record drawings- within the specified material depths. continuous wire. Under no circumstances shall splices for necessary action or decisions before resuming or
exist. replacement at no cost to the Owner, for features or conditions 'D. Soil Prep planting areas as follows: ( For bid purposes only)
damaged through failure to comply with above procedures.
I. The ControctorSltAU- maintain a complete and accurate B. Do not willfully install the sprinkler system as indicated on 3. Where more than one wire is placed in a trench, the 1. To all planting areas app) the following per 1,000 Sq. tt.�
set of as 15=T drawings. These drawings shall be kept' the drawing when It Is obvious in the fleid that unknown P g y g
wiring shall be taped toqether at intervals of 12 feet. 1.4 Alternatives and incorporate into the top 6" of soil.
up to date with the progress of the work. The CITY obstructions or grade differences exist, that might not have
shall furnish a set of drawings on which to record been considered in the engineering. Such obstructions or 4. Wiring shall occupy the same trench and shall be A. Alternatives will not be permitted, except where indicated. A. 3 c.y. of nitrolized wood residual.
as-built conditions. differences should be brought to the attention of the City. installed along the same route as the pressure supply
2. The Contractor shall indicate clearly and correctly work C. The installation of all sprinkler materials, including pipe, shall line wherever possible. PART 2 - PRODUCTS b. 100 lbs. of Gro-power.
installedbe coordinated with the landscape drawings to avoid
different) from that shown on the contract
y
drawings. By dimensioning from two permanent points of interfering with the trees, shrubs, or other planting. 5. An expansion loop of 12 inches shall be provided at each 2. 1 Materials C. 300 lbs. of Gypsum.
reference, show connection to existing water lines, gate
wire connection and/or directional turn.
valves, pressure supply pipes, control valve;, quick D. Layout sprinkler heads and make any minor adjustments 6. S1zin of wire Shall be according to manufacture's A. Nitrogen stabilized organic amendments as derived from wood E. Wet soil thoroughly and allow to settle. Repeat this
9 acture s
required due to differences between site and drawings. An 9 1
couplers and control wiring. eq 9 Y residual. compaction procedure until soil is stable enough to hod a
g such deviations in layout shall be within the intent of the recommendations, in no case less than 9 12 in size. smooth, uniform surface but loose enough to permit aeration
3. On completion of the work, the Contractor shall obtain original drawings, and without additional cost to the CITY B. Fertilizer shall be first grade commercial quality as specified. and drainage for plant material.
one ( 1 ) set of Mylars of the contract drawings from the When directed by the City the layout shall be approved
CITY , and all changes as noted on the record set shall be before installation. G. Flushing the System: C. Soil shall be existing site soil as approved by the City 3.3 Finish Grading
drawn on the transparencies with black India ink. The Mylars
shall be signed by the Contractor as complete and accurate 3.2 installation 1. Atter all new sprinkler pipe lines and ns e
r. are in place Finishrade all planting areas to a smooth, uniform surface ready for
9 9
r built. This set of m lays shall be and connected all necessaryr w h ll a 1' below finish rade
records of work as bu tdiversion work has been reqs to finish rade s a b
Y planting. Planting a 9
P 9 9 9
livered to the Cit completed, and prior to installation f �- D. Plant Materials: otherwise noted on drawings.
de i outlets shall be at the approximate P a o r inkier heads paved surfaces unless othe
A Connections to the existing o p P I of adjacent a d 9
Y P P
9
locations) shown on the drawings. the control valves shall be opened and full head of water
used to flush out the sustem. 1. Plant quality:
B. Controller Charts
3 3 Adjusting of _ stem
B. Assemblies: ) 9 Sq
stern
Plants shall be fresh well established, vigorous,
1 g ,
i. As-built drawings shall be approved by the 1. Routing of pressure supply lines as indicated on drawings A. Adjust valves, and alignment and coverage of all sprinkler of normal habit of growth, free of disease,
insects insect i sec eggs larvae. Plants shall v
I r q a sa have
C TY before charts are prepared. is diagrammatic. Install lines (and various assemblies) heeds. g-
healthy, normal
controller s�� lied. to conform with details on plans. no el root systems, well tilling their
2. Provide one controller chart for eachc pp B. If it is determined that � us containers, but not to the point of being root
adjustments in the irrigation n
i g
0
equipment or nozzle changes will provide proper and more bound.
3. The chart shall show the area ron'_roiled by automatic 2. Install no multiple assemblies on plastic lines. Provide adequate coverage, make all necessary changes, without
controller and shall be the maximum size controller door each assembly with its own outlets. When called for, the additional cost to the Owner, prior to any planting. Plant sizes:
will allow. pressure relief valve shall be the last assembly.
C. The entire system shall be operating properly before any a. The height and spread of .all plant material shall be
4. The chart is to be reduced drawing of the actual as-built
3. All plastic threaded pipe and fittings shall be assembled planting operations commence. measured with branches in their normal position
system. However, in the event the controller sequence is when plant is installed.
using Teflon tape or equivalent, applied to the male
is not legible when the drawing is reduced, it shall be threads only. 3.4 Cleanup and Repair
enlarged to a size that will be readable when reduced. y' b. Multi-branched trees as noted on the drawings
shall mean trees with three cr more trunks and all
A. Upon completion of the work, make the ground surface level,
5. Chart shall be blackline print and a different color shall C. Line clearance: remove excess materials, rubbish, debris, etc., and remove trunks shall be equal in caliper. i
be used to show area of coverage for each station. construction and installation equipment from the premises. g'
1. All lines shall have a minimum clearance of 12 inches 3. Plant quantities:
6. The chart shall be mounted using Velcro, or an approved from each other, and 12 Inches from lines of other B. Replace and/or repair to the satisfaction of the City all ✓ .- c
equal type of tape. trades. Parallel lines shall not be installed directly over existing paving disturbed during the course of this work. New a. Plant materials shall be furnished in size, s g ,
one another. paving shall be the same type, strength, texture, finish, and,be quantities, species, and in the spacing as indicated
7. When completed and approved, the chart shall be equal in every way to the material removed.
or noted on the plans.
hermetically sealed between two pieces of plastic, each D. Trenching: b. Ground cover materials shall be provided in
piece being a minimum 20 mils. thick. 3.5 Guarantee quantity adequate to fill the ehtire ground cover
1. Dig trench and support pipe continuously on bottom of areas at the spacing shown.
8. These charts shall be completed and approved prior to ditch. Shake pipe in trench to an even grade. Trenching A. The entire sprinkler system shall be guaranteed by the
final inspection of the irrigation system. Ai*1D Ivv4 excavation shall follow layout indiction on drawings as Contractor as to material and workmanship, including settling E Pre emergent weed abatement Treflan or equal.
'f0 ?'N E GRT - noted. Where lines occur under paved areas, these of backfilled areas for a period of one (1) year following the
2.2 Mixes1.4 Drawings dimensions shall be considered below sub rade. date or final acceptance of the work.
. . . Rt"'TI N REVISION TE ciTr
DESC O OF DA
AMROWD
A. For purposes of legibility, sprinkler lines are essentially 2. Provide minimum cover of 18 inches for all pressure A. Backfill Mix ( WR dID PURPOSES OAII,Y)
diagrammatic. Although size and location of sprinkler supply lines 2- 1/2 inches and smaller.
equipment are drawn to scale wherever possible, make use of i. 3arts b volume - soil. CITY OF RANCHO . CUCAMONGA
all data in all of the contract documents and verity this 3. Prgvide minimum cover of 18 inches for all control p Y
information at construction site. wires. 2. 1 Farts by volume - Nitrogen stabilized organic
amendment. TACT 1 �4
1.5 Materials to be Furnished 4. Provide minimum cover of 12 inches for all other
n ressure lines. Gro-power LEMON AVFWJE
no p 3. Gro power (12-0-0) 7 gram tablet.
inspection the Contractor shall furnish the
A. Prior to final �
foil-owing materials to the City: LASCAPE SPECIFICATIONS
0
Y pavement shall
9 sunder driveway and roadway 5. All line P a. Three tablet r
y y s per 1 gallon plant It
have a 24 inch minimum cover. APPROVED BY: ,i DATE Clir 91
1. Two wrenches for disassembling and adjusting each type CITY ERGIF�FER R.C.E.NO. Z23
b. Eight tablets per 5 gallon plant. _ _
f s rinkler head supplied. 12
o P PP �►•
DC! -!
C. Twelve tablets per 15 gallon plant. ARe
AVANT GARDENS
2. Two keys for each automatic controller. Landscape Architecture '
DRALV.1 �t
d. Fifteen tablets per 24" box tree and )ar "4 QFoothilI N�917Sfi ` L-10 of _
3. Four keys for loose key hose bibbs.
c'IE-CrIED 714•9a5•5551
90-Ir
_ _ _ PROJEOT SHEET NO. . or.��.
,� A Ing Trees and 9rubs 2 - PRODUCTS
A. Trees and shrub planting shall comply with details on plan_ 2-1 Materials
6_ M�e necessary ad)l.t�rfts aM excarate pits of circular A_ All materials used in conjunction with the maintenance
outline with vertical sides for ail plants. Scarify sides and work shall conform to the material reouirements originally
bottoms of all plant pits. _ y specified for the wrrk.
C. Protect roots or balls of plants at all times from sun and ?W3 - ECUTION
dnjing winds.
3.1 Replacements
D. Set plants in centers of pits, -adjusting depth so that crowr of
plant will stand a 2" above finished grave All plants shall be A. Contractor shall immediately replace any and all plant
set in a wateri-g basin which shall be 4 in diameter for trees materials which, for any reason, die, or is damaged while
over 6' tall and 7 in diameter for trees and shnibs less than 6' under his care. Replacement shall be made with plants as
tall. This basin shall be 3 or 4 inches deep The bottom of the indicated or specified for the orgiraa planting-
basin shall be at surrounding finish grade There shall be no
basins in lawn areas_ 3.2 Pepair
E. Cans shall be removed carefully to avoid breaking the ball. If A. Damage to planting areas shall be repaired immediately_
unsuitable soil is encountered in excavation, such soil or
material shall be removed and sufficient approved soil for 8. Depressions caused by vehicles, equipment and foot traffic
installing plant material shall be provided_ will be filled with soil, leveled and replanted.
F. Ecckfill material shall be as specified herein. C_ Exterminate goDbers and moles, repair damage as above.
G. If directed by the CITY the Contractor shall 3.3 Clean-up
prune plants in accordance with standard horticultural
practice. Cuts over 1/2' in diameter shall be painted with A. All planted areas shall be kept free of debris, and shall be
approved tree paint. cultivated and wedded at not more than ten (10) day
intervals.
3.5 Planting - Ground Cover
8. At completion of the maintenance period, all areas included
A. All ground covers Shall be well rooted and shall be evenly in the contract shall be clean and free of debris and weeds;
spaced at distances as indicated on the drawings and shall be all plcnt materials shall be live, healthy and free of
staggered in rows_ infestation.
8. Dig good sized pickets for planting so that the root system lies C. Wash down all walks and paving areas only with high
free without doubling and so that roots are planted vertically, pressure hose at least once a week.
not horizontally.
3.4 Fertilizing
C. Ail Ground Cover areas planted from rooted cuttings shall be
treated with pre emergent weed killer, Treflan or equal, A_ Apply Gro-power at the rate of 50 pounds per 1,000,
application shall be as per manufacturers specifications. sq. ft. of tree, shnib, and ground coverlareas, twenty-five
(25) days after the mVnteAanr_e period is initiated.
B_ SUPPLY RECEIPTS Of QUANTITIES OF GR4-POWER TO CITY INSPECTOR
FOR APPROVALPURPOSES
�iQK i0 ►4►IM"E?�P*�
1.1 Scope
A. Includes furnishing ail labor, materials, and equipment
required to continuously maintain all areas included in
the contract during the progress of the work, the
maintenance period and until final acceptance of the
work.
J1.2 Maintenance Period
A After ali-Albrk indicated on the draw.Ings or herein specified
includfn'g all planting and sowing, -has been vmpletedf
observed and approved by the City, the
Contractor shall maintain all planted areas by means of
continuous watering, weeding, roiling, mowing, re-seeding,
cultivating, spraying, mulching, tr'mming, edging, and/or
any necessary procedure for a period of one hundred and
eighty (180) calendar days after aforementioned approvals, covT
except that the maintenance period shall be extended to
DESCRFMON OF WVISION DATE ,.Rowe
tnclu,�ie the time,necessary to:
CITY OF RANCHO CUCA1Ot0A
1. Meet the requirements and approval by municipal w
county agency having jurisdiction. TRI�CT 13M
1.3 Requirements of Regulatory Agencies LEI kY� ATFTX
A. Any required spraying work shall be done in accordance with LA[ SCARE $P'E FICATIO
governing agencies.
APPROYED BY: DATE:
' '
CITY ECII-FFR -�t _ R.C.E.M0. 0)2-31
AVANT GARDENS
* Landscape Architecture
use.cAphirw"sa
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